CN203833694U - Adding device for regeneration reducing agent for treating underground water nitrate reaction material - Google Patents
Adding device for regeneration reducing agent for treating underground water nitrate reaction material Download PDFInfo
- Publication number
- CN203833694U CN203833694U CN201420252549.5U CN201420252549U CN203833694U CN 203833694 U CN203833694 U CN 203833694U CN 201420252549 U CN201420252549 U CN 201420252549U CN 203833694 U CN203833694 U CN 203833694U
- Authority
- CN
- China
- Prior art keywords
- pipe
- intrusion pipe
- reducing agent
- reaction material
- casing
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Landscapes
- Treatment Of Water By Oxidation Or Reduction (AREA)
Abstract
The utility model relates to an adding device for a regeneration reducing agent for treating an underground water nitrate reaction material. The device is provided with a casing pipe (14), wherein a filling pipe (13) is inserted into the casing pipe (14); a slurry outlet hole (5) is drilled in the lower portion of the filling pipe (13); the filling pipe (13) is provided with a fixed flange (6); an elastic rubber ball (7) is inserted into the filling pipe (13) on the fixed flange (6); a movable flange (8) is arranged on the elastic rubber ball (7); a compression casing (9) is arranged on the filling pipe (13) on the movable flange (8); the top of the compression casing (9) is provided with a compression nut (10); the filling pipe (13) is provided with a screw thread; when the compression nut (10) is rotated, the rubber ball (7) shifts and expands transversely; the upper end of the filling pipe (13) is connected with a reducing agent (12) through a constant-pressure pump (11). By adopting the adding device, the regeneration reducing agent can be added into the reaction material conveniently.
Description
Technical field
The utility model belongs to groundwater treatment equipment technical field, especially for the stake device of processing the regeneration reducing agent of groundwater azotate reaction material.
Background technology
The dielectric material of removing for groundwater azotate pollution generally comprises the zero-valent metal (the modal FeO of being) with extremely strong reducing power, and activated carbon, ion exchange resin, phosphoric acid salt and some natural materialss are as chitin, zeolite, Wingdale, organic clay etc.Have plenty of the material for laboratory, some use is the reparation of underground water at the scene.The main component of these materials generally adopts iron powder.According to research, and nitrate radical reacts is mainly Fe
2+, but be subject to materials'use to count the restriction in quantitative limitation and work-ing life, Fe
2+reduce gradually, the ability that correlation combiner material is removed nitrate also reduces gradually.Relevant underground water recovery project result shows, the work-ing life of general underground water recovery project is in 7~10 years, after surpassing work-ing life, and Fe
2+also be reduced into gradually high price iron (Fe
3+) and lose response capacity, in the world, generally, after dielectric material lost efficacy, again replace, will expend a large amount of manpowers, financial resources and material resources like this.In laboratory, utilize reductive agent that iron powder is reduced to process and make Fe
3+be reduced into Fe
2+have certain research, but field Project Realization is more difficult.
Summary of the invention
The purpose of this utility model is to provide a kind ofly can carry out to removing nitrate reaction material the stake device of the reductive agent of on-the-spot extensive reduction.This device can be applicable to take FeO as main medium, and structure formation is the stake of regeneration reducing agent of original position repair system of the underground water of continuous body of wall, channel-type, well construction.The purpose of this utility model takes following technical scheme to realize: a kind of stake device of the regeneration reducing agent for the treatment of groundwater azotate reaction material, it is characterized in that: this device is provided with casing pipe, on casing pipe, have treatment hole, intrusion pipe is installed in casing pipe, and the bottom of intrusion pipe is provided with block head shutoff; Intrusion pipe bottom is drilled with slurry outlet, on intrusion pipe, be provided with mounting flange, on mounting flange, on intrusion pipe, be installed with elastic caoutchouc ball, above elastic caoutchouc ball, be provided with loose flange, above loose flange, on intrusion pipe, clamp sleeve is installed, clamp sleeve is enclosed within the outside of intrusion pipe, the top of clamp sleeve is provided with hold-down nut, and perfusion is provided with screw thread, rotatably compresses nut, under the effect of clamp sleeve, compress elastic caoutchouc ball, rubber sphere transverse deflection expands.
The utility model can be put into the regeneration reducing agent for the treatment of groundwater azotate reaction material in reaction material easily.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is application state structural representation of the present utility model.
In figure, 1, fill orifice, 2, former stratum, 3, reaction material, 4, block head, 5, slurry outlet, 6, mounting flange, 7, elastic caoutchouc ball, 8, loose flange, 9, clamp sleeve, 10, hold-down nut, 11, constant pressure pump, 12, reductive agent, 13 intrusion pipes, 14 casing pipes, 15, treatment hole.
Embodiment
With reference to accompanying drawing, a stake device for the treatment of the regeneration reducing agent of groundwater azotate reaction material, is characterized in that: this device is provided with casing pipe 14, casing pipe 14 bottoms have treatment hole 15, intrusion pipe 13 is installed in casing pipe 14, and the bottom of intrusion pipe 13 is provided with block head 4 shutoff; Intrusion pipe 13 bottoms are drilled with slurry outlet 5, on intrusion pipe 13, be provided with mounting flange 6, on mounting flange 6, on intrusion pipe 13, be installed with elastic caoutchouc ball 7, above elastic caoutchouc ball 7, be provided with loose flange 8, above loose flange 8, on intrusion pipe 13, clamp sleeve 9 is installed, clamp sleeve 9 is enclosed within the outside of intrusion pipe 13, the top of clamp sleeve 9 is provided with hold-down nut 10, intrusion pipe 13 is provided with screw thread, rotatably compress nut 10, under the effect of clamp sleeve 9, compress elastic caoutchouc ball 7, rubber sphere 7 transverse deflections expand.The upper end of intrusion pipe 13 is connected with reductive agent 12 by constant pressure pump 11.
Using method of the present utility model is as follows:
In the former stratum 2 and reaction material 3 of groundwater azotate in-situ treatment, bore fill orifice 1, at the interior lower casing pipe 14 of fill orifice 1, lower intrusion pipe 13 in casing pipe 14, the bottom of intrusion pipe 13 is by block head 4 shutoff; Intrusion pipe 13 bottoms are drilled with slurry outlet 5, on the reaction material of intrusion pipe 13 correspondences, interface locations arranges mounting flange 6, on mounting flange 6, on intrusion pipe 13, be installed with elastic caoutchouc ball 7, above elastic caoutchouc ball 7, be provided with loose flange 8, above loose flange 8, on intrusion pipe 13, clamp sleeve 9 is installed, clamp sleeve 9 is enclosed within the outside of intrusion pipe 13, the top of clamp sleeve 9 is provided with hold-down nut 10, intrusion pipe 13 is provided with screw thread, rotatably compress nut 10, under the effect of clamp sleeve 9, compress elastic caoutchouc ball 7, rubber sphere 7 transverse deflections expand.7 pairs of fill orifices of rubber sphere 1 carry out shutoff; Reductive agent 12 adds water and stirs, form slurries, under the effect of constant pressure pump 11 to the interior perfusion reductive agent 12 of Grouting Pipe 13, reductive agent 12 enters the location of fill orifice 1 by slurry outlet 5, by the treatment hole 15 on filter pipe 14, enter into reaction material 3 again, Fe3+ is reduced to Fe2+, the regeneration of realization response material, the original function of recovery Polluted Groundwater site disposal well.
The reductive agent of stating described here is: vitamins C or foodstuff additive.
Claims (1)
1. the stake device for the treatment of the regeneration reducing agent of groundwater azotate reaction material, it is characterized in that: this device is provided with casing pipe (14), casing pipe (14) bottom has treatment hole (15), intrusion pipe (13) is installed in casing pipe (14), and the bottom of intrusion pipe (13) is provided with block head (4) shutoff, intrusion pipe (13) bottom is drilled with slurry outlet (5), on intrusion pipe (13), be provided with mounting flange (6), on mounting flange (6), on intrusion pipe (13), be installed with elastic caoutchouc ball (7), above elastic caoutchouc ball (7), be provided with loose flange (8), the upper clamp sleeve (9) of installing of intrusion pipe (13) above of loose flange (8), clamp sleeve (9) is enclosed within the outside of intrusion pipe (13), the top of clamp sleeve (9) is provided with hold-down nut (10), intrusion pipe (13) is provided with screw thread, rotatably compress nut (10), under the effect of clamp sleeve (9), compress elastic caoutchouc ball (7), rubber sphere (7) transverse deflection expands, the upper end of intrusion pipe (13) is connected with reductive agent (12) by constant pressure pump (11).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420252549.5U CN203833694U (en) | 2014-05-19 | 2014-05-19 | Adding device for regeneration reducing agent for treating underground water nitrate reaction material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420252549.5U CN203833694U (en) | 2014-05-19 | 2014-05-19 | Adding device for regeneration reducing agent for treating underground water nitrate reaction material |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203833694U true CN203833694U (en) | 2014-09-17 |
Family
ID=51511565
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201420252549.5U Expired - Fee Related CN203833694U (en) | 2014-05-19 | 2014-05-19 | Adding device for regeneration reducing agent for treating underground water nitrate reaction material |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203833694U (en) |
-
2014
- 2014-05-19 CN CN201420252549.5U patent/CN203833694U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Song et al. | A review of recharge and clogging in sandstone aquifer | |
Jing et al. | Behavior of ammonium adsorption by clay mineral halloysite | |
Chu et al. | Copper biosorption on immobilized seaweed biomass: column breakthrough characteristics | |
CN106988295B (en) | Sludge dewatering and cured processing method and its processing equipment are carried out using ground treatments | |
CN103449559A (en) | Method and application for using building abandoned cement brick as dephosphorization filler | |
CN108049409A (en) | A kind of method of the solid soil of microbes synthase inhibitor slip casing by pressure | |
CN106623389A (en) | Remediation method for cyanide contaminated soil | |
CN109746258B (en) | Method for treating hexavalent chromium ions in soil by combining grouting and electroosmosis | |
CN104131594B (en) | Double well processing method is filled in-drawn water to underground water pollution | |
CN105929132A (en) | Vacuum pre-loading combined electric process test apparatus and test method thereof | |
CN102485666A (en) | Technology of in situ harmless treatment on waste drilling mud | |
CN203833694U (en) | Adding device for regeneration reducing agent for treating underground water nitrate reaction material | |
CN107808228B (en) | Groundwater extraction effectiveness evaluation method for low-permeability soil layer | |
CN110454120B (en) | Construction method for self-gathering sand prevention of oil-water well | |
Kaplan et al. | Retention of zero‐valent iron colloids by sand columns: Application to chemical barrier formation | |
CN103723786B (en) | Self-repairing method for anti-seepage wall body of heavy metal pollutant place | |
CN104016472B (en) | For the treatment of stake device and the stake technique of the regeneration reducing agent of groundwater azotate reaction material | |
CN210012715U (en) | Vortex solidification groundwater repair system | |
CN104016426B (en) | For reducing apparatus and the using method of groundwater pollution process well reaction material | |
US20220380656A1 (en) | Method for unblocking a deep well plugged by an adsorbent | |
CN203184332U (en) | Chromic slag polluted soil repairing device | |
CN203833647U (en) | Reduction device for reaction material in underground water pollution treatment well | |
CN104289512A (en) | Leaching system for Pb-polluted soil and leaching method | |
CN204434402U (en) | A kind of novel heavy metal Sewage treatment systems | |
CN107907652B (en) | Effective extraction rate calculation method for groundwater remediation by extraction method |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140917 Termination date: 20170519 |